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HomeMy WebLinkAboutREVISIONSOFFICE USE ONLY: DATE FILED: a 7- pa?.m p r% PERMIT NUMBER: Q s- Q3S/ REVISION FEE - RECEIPT NO.: -0- AoA74 -"Z'AAAa COUNTY DEPARTMENT OF • DEVELOPMENT BUILDING •� FORT PIERCE, FL 34982-565 • Y by 14 r. ��kk•• 6 F APPLICATION FOR BUILDING PROJECT INFORMATION 1. ADDRESS:ON!SIT LOCATI//`'t� 2�' A-2elt5- a-- ✓� 80z 7z ! mat c e 2. DETAILEDASCRIPTIONS OF PROJECT RED"ISION �/VC/P,EAS� S�2 O> sTt�taL7LCL �-�'COK�-. /a �XQQ 7.219-70 99 e u —iy 7-a r".%ie (:;;" e_. 3. CONTRACTOR INFORMATION: � ST. OF FL REGJCERTX �CCIE CNT)kERT.` BUSINESS Nak'%IE: . Cy ©(% Qualifiers Name: ADDRESS: Z� CITY: a( STATE: ZIP: PHONE (DAYTIME): �� 9 �% FAX M a" .ARCHIT!E\GINEER: 1`iA.�IE: ADDRESS: CITY: STATE: Z[P: PHONE (DAYTI>IE): FAX# SCANNED BY St. Lucie County w FILE COPY TL # a L� A z m 5 L � . A 5 7� �©eZQ Js &V Ac-v<,-c>rz-th/ CAA IVA M/S 4-1 T c! Q 9 -e � oLL-ct� oeJ� PneSS�� a,-%7top- c-� cif 'j? Zia ,tea hip %L D ✓z Z- o Ea Florida Building Code Online Page 1 ON BCIS Home I Log In I Hot Topics I Submit Surcharge i Stats & Facts I Publications I FBC Staff I BCIS Site Map I Lin Aa Product Approval USER: Public User PQProduct Approval Menu > Product or Application Search > Appi t O Search Criteria Refine Code Version 2004 FL# 3727.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Search Results - Applications FL# Tvoe Manufacturer Validated By St FL3727-R1 Revision ASTA DOOR CORPORATION Walter T. Holz, Jr. Ap History_ FL#: FL3727.1 Model: Model 203 (407) 332-8688 Description: Roll -up Sheet Door Category: Exterior Doors Subcategory: Roll -Up Exterior Door Assemblies p�C I stra Departme ffairs Florida ildi a Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: eC�k VarISIgn w BCbby 4 APPROVED ' http://www.floridabuilding.org/pr/pr_app_Ist.aspx 7/2/2007 Florida Building Code Online Page 1 of 3 Product APproval r, USER: Public User Product_ApWoval Menu > Product or Application Search > Application List > Application Detail FL # FL3727-RI Application Type Revision Code Version 2004 Application Status Approved Comments Archived Product Manufacturer ASTA DOOR CORPORATION Address/Phone/Email 4255 MCEVER INDUSTRIAL DRIVE ACWORTH, GA 30101 (770) 974-2600 ext 208 JFRENCH3@ASTADOOR. COM Authorized Signature JAMES FRENCH JFRENCH3@ASTA5R. M ®p Technical Representative James Address/Phone/Email po box 4F�0� acworth, GA 30101 jfrench3@astadoor.com Quality Assurance Representative Pat Novak Address/Phone/Email PO Box 420 Acworth, GA 30101 pnovak@astadoor.com Category Exterior Doors Subcategory Roll -Up Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architec http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtSbRRiMAsojtv5S35 V 309X%2... 7/2/2007 Florida Building Code Online Page 2 of 3 Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Validated By Certificate of Independence Licensed Florida Professional Engineer r Evaluation Report - Hardcopy Received Joseph H. Dixon Jr. PE- 7768 National Accreditation and Management Institute Walter T. Holz, Jr. Referenced Standard and Year (of Standard Standard) asce-7 astm a-330 Equivalence of Product Standards Certified By R Year 2002 2002 Sections from the Code 1609 1714.5.3 Product Approval Method Method - ti 1? 0 PP P Date Submitted 09/2 2 A Date Validated 10/06/2005 Date Pending FBC Approval 10/07/2005 Date Approved 10/11/2005 Summary of Products FL # Model, Number or Name Description 13727.1 jjModel203 Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: This door must be installed in accordance with the manufacturers published installation instructions and is limited to buildings for which the design windloads for wall components and cladding, determined in accordance with Section 1609 of the Florida Il-up Sheet Door [nstallation Instructions Verified By: Evaluation Reports PTID 3727 R1 T 200.201.install.pdf PTID 3727 RI T 203.Drawing.TestRel PTID 3727 R1 T 203-622File.pdf PTID 3727 R1 T 400.418.622.install.i PTID 3727R1 T 622._Drawing.TestRei http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgtSbRRiMAsojtv5S35 V 309X%2... 7/2/2007 Florida Building Code Online Page 3 of 3 Building Code, do not exceed the rated design wind loads of the door.This door is not to be used in high velocity hurricane zones. The test door with an opening size of 16'0" wide x 18'0" maximum height has a +35.0 / -35.0 PSF design pressure. For other door widths and maximum design pressures refer to Evaluation Report # ER-04-0006(PTID_3727_R1_T_203-622File.pdf) Paae 3, Tablel. 13727.2 IlModel 622 111Insulated Rolling Steel Slat Door Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evalklgitiqniteports Impact Resistant: �� Design Pressure: Other: This door shall be insta Ri. accordance with the manufacturers published installation instructions and is limited to buildings for which the design wind loads for wall components and cladding, determined in accordance with Section 1609 of the Florida Building Code, do not exceed the rated design wind loads of the velocity hurricane door is not to be OP ` used in high velocity hurricane zones. The test door with an opening size of 16'05 wide x 2 e i maximum height has a +50.0 / -50.0 PSF desi pressure. For other door widths and maximum design pressures refer to Evaluation Report # ER-04-0006(PTID_3727_Rl_T_203-622File.pdf) Page 3, Table 1. Back Next DCA- Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: [C E M 0111 Vnflsln Satu yd Day` VERIFYF http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtSbRRiMAsojtv5S35 V 309X%2... 7/2/2007 r USE 3I0'- 16 X 1.114- HER HEAD USE 1/2- X 2.114• HEX NUT SLEEVE ----// / BOLiS. ,a ^ANCHORS. / I HE. 26 GAUGE GALVANIZED STEEL. GALVANIZED ACCORDING TO A.S.T.M. A653-660 AND FINISHED WITH BAKED EPDXY PRIMER AND BAKED POLYESTER TOP COAT.(SEE NOTE 1.) 2 6' /. INTERIOR ELEVATION ID STOP • o MAX 1B'- O' V.. RSW Yr.. OUIOEI15ERTT000LELOCK DETAIL rvC DOOR CORfA1N'e fVL pOr10M AXA"" LE e-12'2 3.50' gs• 9rwcrutL 91eeL nXOIR 1/4• HAT xASXeK—\ /10'-Ip He. NOT .639' 399" Rddiu! iYPiul� / ,• CORRUGATED SHEET NOTE5: 1. STEEL FOR CORRUGATED SHEET ASrM-A653 WITH A MINIMUM Y19LO STRENGTH OF 80 K51 AND TENSILE STRENGTH OF 62 KSL(GRAOE BO) 2. GUIDES ROLL FORMED (12) GAUGE (.110--120-)GALVANIZED STEEL. S. GUIDE INSERT FORMED (121 GAUGE GALVANIZED STEEL. 4.(1 GAUGE GALVANIZED STEEL WINDLOLK CLIP FASTENED WITH TWO 3116' X.440' POvEr EVER AVAILABLE CORRBGATION THAT DOES NOT HAVE A STAPLE OR LOCK -SEAM. L.CK xtsxea X NO. xu1. SIDE ELEVATION DOLT LOCK C\ rs pAvee u x�Xv.L M ..-71 y na• cORTn1x la - STEEL JAMB za,e• �Lve• - 10 � 1.911,— i—z.lre>� (SEE NOTE 2.1 CONCRETE JAMB ray . �( IJI4- BIIB-f �• ILBI �'/0 :• z a• z aua• tli AKw`ON1Y f.IHo[L[11[ el- BS!• R .111' .D0• rl.va•-.a # gal eoapo- _ rn I I f/e WINO -LOCK CLIP GLADE INSNOTE RT 3.) (SEE NOTE 4.) (SEE NOTE 3.) allow Reference Test Location: AVa% CTLTest Report Certified Testing Laboratories Ul}�� #1Z53W 7252 Nareaosee Rd. ® Orlando, FL 72822 ASTA INDUSTRIES, INC. WINDLOAD [PSF] PERASTM E 330 odWrnL X�.n.."' Nee.vRe ahu.a..a.ra WMeAsccia A1eACX I DESIGN 1+35.0 PSF 1 -35.0 PSF ASTA Door CDrporodon 4255 McEver Industrial DrIw P.O. Box 420 TEST +52.5 PSF -52.5 PSF Acwort6,43wrou 30101 (770) 974-2600 • (800) 423-0659 FOR: MO) 974-1455 ppl,pra lA„A.eID RR. IDw. F,M • w.m .In I w I E-Mail: infoQastadoorrom Website: wwW.astadoorcom ,«« MODEL 203 16'X 0' CERnFlIED 1ESTING Architectural Division " 7252 Narcoossee Rd. • Orlando, FL 32822 (407)384-7744 " Fax (407)384-7751 Web Site: www.ctIarch.com E-mail: ctlarch.com. �0i Report No.: CTLA-1253W ReportDate August 2, 2004 Test Requested By: Asta Door Corporation 4255 Industrial Drive P.O.REVISION .O. Boxox 420 420 Acworth, GA 30101 Tests Conducted: ASTM =0-02 ' S&ndard Test Method for S&ucftwal Perfomwwp- ojrF=erior Windaws, Ckatwn walls, and Doors by Uniform Sazdo Air Preswe Difference. " Desien Pressures: ' + 35.0 psf - 35.0 psf Model: Overall Sae: Configuration: DESCRIMON OF SERIES: 203- 26 Gauge, Galvanized, Corrugated Steel Service Roll -up Entry Door. 16-OSdde x 8'-0"high Single Curtain MATERIAL CHARACTEI Curtain: 26 gauge galvanized steel corrugated sheet Guides: Right Jamb: One (1) 3.50" x 2.00" x 12ga. Guide. 12ga. Guide. Windbar attached to guide with .410" center. ( L•r Wind locks:.125" (10 ga.) galvanized steel windlock every available corrugation without a staple or lock seam and attached to curtain with two (2) 3/16" zinc coated rivets. Bottom bar. One (1) 2.00"x 2.00"x .1875" steel bottom anglemith continuous vinyl flap astragal on bottom, mechanically fastened with .3125" x'.375" pop rivets 10.00" from each end and 6.00" on center, and through bolted with 1/4" bolt and look nut located two (2) at each end. INSTALLATION: Methods of Attachment: Left jamb: Anchored to .188" thick structural steel with 1/4%14 x 1" self -drilling TEKS screws at 6.00" from the floor and every 6"max O.C. Right jamb: Anchored to concrete with .5" x 2.25" expansion bolts spaced 6.00" from the floor and every 24.0" max O.C. Asta Page 2 CMA 1253W Performance Test Results Uniform Static Loadine: + 35 psf Design Loads Duration Range of test '/2 load (26.25 psf) 10 see Design Load (35.0 psi) 31 Sec Test Load (52.5 psi) 10 Sec Allowable Recovery: 80.0% Uniform Static Loading: - 35 psf Design Loads Duration Range of test 1/2load (26.25 psi) 10 see Design Load (35.0. psi) 31 Sec Test Load (52.5 psi) 10 See Allowable.Recovery: 80.0% ASTM E330-02 Deflection Set Percentage of Recovery 112500" 0" 1000/0 I4:0" .500" 96.425,o Deflection. Set Percentage of Recovery 13.2500" 0" 100% 14.25" .625" 95.61% The Curtain was fully operable prior to and at the conclusion of this test, and did not sustain any damage that would render it inoperable. 4--1Wv e-E Asia Page CPLA-1253W Test Date: July 14, 2004 Report Date: August 8, 2004 DRAWINGS TO BE SUBAUMD: Tensile Test Page I e Remarks; Detailed drawings were available for laboratory records and comparison to the tested specimen at the time of this report. A copy of this report along with representative sections of the tested specimens will be retained by CTL for a period of four (4) years. The results obtained apply only to the specimens tested.This test report does not constitute certification of this product, but only that the above results were obtained using the designated test methods and they indicate compliance with the performance requirements (paragraphs as listed) of the above referenced specification. Certified Testing Laboratories assumes that all information provided by the client is accurate and that all physical and chemical properties of the components areas stated by the Manufacturer. Certified Testing Laboratories, Inc. Ryan Blakely Senior Technician Architectural Division 9/� fib Ramesh Patel, P.E. Florida Reg. #202 72,12 Narccossee 11' , Orlando, FL 32822 407-384.7744 • Fax 40 tiarch.co ERTIFIED ESTING ABOflATOPIES Web5lte:'wWW.CtIafCh.COm E-mail: ctlarch.com TENSILE TEST RESULTS CLIENT: ASTA INDUSTRIES, INC. CTLA NO: 1253W CTL #: 520K 1/ ` DATE: 5 JUL 04 MATERIAL: SHEET STEEL IV TEST NO. SPEC NO. DIM.(IN) AREA (IN. S� ULT LOAD (LBS) ULT STRGH (PSI) YIELD LOAD (LBS) YIELD STRGH (PSI) ELONG IN 2" NO WII)TH THICK 1170 1 .485 .017 .0082 786 95,850 780 95,130 1.5 1171 2 .496 .017 .0084 771 91,790 754 89,810 0.8 1172 3 .490 .017 .0083 771 92,890 764 92,020 0.6 The above tests were performed using a Baldwin Model 120 TBE S/N 33220 Universal Tester, equipped with a SATEC Mark M Digital recorder. Calibration is traceable to N.I.S.T. Tests conducted in accordance with ASTM E8/A370 or B557. P NI T.A. A"w. FILE TEST TECHNICfA1q RAMESH PATEL P.E. 4. FIP 1/2 1.30' 1.63' 0.64' 7.23' ELIZABETH AVENUE— _ 60' R/W 22' ASPHALT I NORTH SCALE: 1"=20' w 0 18.5' PARKWAY o LIP 60.47'(M) FIP 60.00'(P) 1/2 92018'0"1(P) (p) 1 N.E. BLOCK 91°26'0"(M) o L�`1 0.39' CORNER 22.29' .25' PROFIT `o- N w SETBACK I A a q o � CONC SLAB SLAB CONC O �0 sA 6.51' PORCH 10.65' , „ , PO 4 30.30' 2.61' - CoG � & y J ut 2307 ELIZABETH AVENUE ONE STORY RESIDENCE Iw o r CON F.F. ELEV = 9.88' M � 00 I U o o_ m y v LA O IO M I CONC PATIO N V .N)..I� .. I o I' ` m I PROPOSED- P I METALCARPORTI m w I I ` CONC ? W Y W N W w � FRAME 15' REAR 'l.A�SHED V SETBACK fp,yB• �^N�.5ti f '9r roJ k- 2.22' 60.00'(P) FIP 1/2 FIP 1/2 61.13'(M) OFFSET OFFSET 2.62' E. 1.50' E. I MIN. SETBACK REQ. I SIDES ONR 8 Fm NOTE: ALL ELEVATIONS BASED ON AN ASSUMED 10.00' AT THE CENTERLINE OF ROAD ALL TIES ARE TO PLATTED LOT LINES LEGAL DESCRIPTION LOT 5, BLOCK 3, FLEETWOOD ACRES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE(S) 78, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. - PROPERTY ADDRESS 2307 ELIZABETH AVENUE FORT PIERCE, FL 34947 INVOICE NUMBER 02-154 DATE OF FIELD WORK 10/12/2005 CERTIFIED TO ARNOLD DAWDOV FLOOD ZONE X - 120285 - 0186 - F BASE FLOOD ELEVATION OR FLOOD ELEVATION OR DEPTH N/A LOWEST FINISHED FLOOR ELEVATION 9.88' REVISION is . t `r L FILE COPY O W w LEGEND: — X — K — CHAIN LINK FENCE — //— //— WOOD FENCE A - ARC LENGTH R - PER PLAT ,CA - CENTRALANGLE IL - PROPERTY LINE CENTERLINE PC - POINT OF CURVATURE CF - CALCULATED FROM FIELD MEASURE PCC - POINT OF COMPOUND CURVA CR - CALCULATED FROM RECORD DATA PK - PARKER KALON NAIL CAN - CABLE TV RISER POB - POINT OF BEGINNING 4 - CENTRAL ANGLE (DELTA) POC - POINT OF COMMENCEMENT DE - DRAINAGE EASEMENT PRC - POINT OF REVERSE CURVATURE EASE - EASEMENT PT - POINT OF TANGENCY EOW - EDGE OF WATER RAY - RIGHT-OF-WAY FF - FINISHED FLOOR STIR - BELL SOUTH RISER FIP - FOUND IRON PIPE UE - UTIUTY EASEMENT FIR - FOUND IRON ROD WM - WATER METER FN - FOUND NAIL UP - UTILITY POLE L - PER LEGAL DESCRIPTION M - MEASURED OHC- OVER HEAD CABLE - ORB - OFFICIAL RECORDS BOOK NOTES: 1.THIS SURVEY IS BASED UPON RECORD INFORMATION AS PROVIDED BY CUENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE. 2. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN. 3. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D. 19291. 4. FENCE TIES ARETO CENTERLINE OF FENCE. 5. IN SOME CASES, GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS - DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS. 6. ALL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE. T CORNERS SHOWN As ARE IDENTIFIED WITH A CAP MARKED LB (LICENSED BUSINESS) g 6799. SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY THAT THIS B O U N D ARY SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS. AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 61 GI7-6 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027. FLORIDA STATUTES ELEVATIONS SHOWN - IF APPLICABLE- ARE BASED UPON BENCH MARK: _ ELEVATION= N.G.V.D. 1929 SIGNE DATE: a/O ANDREWSNYDER PRO S Na SURVEYORAND MAPPER FLORIDA REGISTRATION No. 5639 ( OT VALID WITHOUT THE SIGNAR/REAND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER 5HOWN ABOVE) IMPORTANT NOTE IF THIS SKETCH OF SURVEY HAS BEEN PREPARED FOR THE PURPOSES OF A MORTGAGE TRANSACTION. R IS LIMITED TO THE INFORMATION REQUIRED FOR THAT PURPOSE. NO FUTURE CONSTRUCTION SHALL BE BASED UPON THIS SURVEY WITHOUT FIRST OBTAINING APPROVAL AND/OR UPDATES FROM LANDTECH. SAID APPROVAL SHALL BE CONFIRMED BY AN ADDITIONAL SIGNED NOTATION: "LANDTICH APPROVAL FOR CONSTRUCTION' LISTED IN THE REVISION BAR BELOW. LANOTECH ASSUMES NO RESPONSIBILITY FOR ERRORS RESULTING FROM FAILURE TO ADHERE TO THIS CLAUSE. REVISION SCHEDULE: T P LANDnCH SURVEYING & INSPECTIONS lIm lhg Lail SUrveyin & Nome Nspe on Se�M�ces�W Sao FbMda u 412w 2011 25TH STREET, SUITE 204 FORT PIERCE, FL 34947 (772) 429-0016 - FAX: (772) 429-M3 L a n d T e c h S u r v e y. c o m �g w